CN110306694B - Infilled wall structure system and assembled infilled wallboard - Google Patents
Infilled wall structure system and assembled infilled wallboard Download PDFInfo
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- CN110306694B CN110306694B CN201910635225.7A CN201910635225A CN110306694B CN 110306694 B CN110306694 B CN 110306694B CN 201910635225 A CN201910635225 A CN 201910635225A CN 110306694 B CN110306694 B CN 110306694B
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 89
- 239000010959 steel Substances 0.000 claims abstract description 89
- 238000012856 packing Methods 0.000 claims abstract description 23
- 239000000945 filler Substances 0.000 claims abstract description 18
- 238000010276 construction Methods 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 3
- 239000003063 flame retardant Substances 0.000 claims description 2
- 238000009433 steel framing Methods 0.000 claims 1
- 230000006378 damage Effects 0.000 abstract description 4
- 230000003139 buffering effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 208000010392 Bone Fractures Diseases 0.000 description 1
- 206010017076 Fracture Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/825—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building the connection between the floor and the ceiling being achieved without any restraining forces acting in the plane of the partition
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/827—Partitions constituted of sliding panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a filler wall structure system and an assembled filler wall board. Including the first wallboard and the second of packing that set gradually along perpendicular to ground direction, be provided with the elastic component between the wallboard is filled to first packing wallboard and the second, wherein, the elastic component is provided with the tenon respectively with one side of first packing wallboard and the wallboard contact is filled to the second, one side of first packing wallboard and the wallboard contact is filled to the second is provided with respectively with tenon assorted tongue-and-groove, first packing wallboard is filled the wallboard with the second and is connected through first connecting plate, the lateral wall of first packing wallboard and the wallboard is filled to the second all is provided with first screw rod in the position that is close to each other, be used for being connected with first connecting plate, the lateral wall of first packing wallboard and the wallboard is filled to the second all is provided with the second screw rod in the position of keeping away from each other, be used for with steel frame attach. The building time and the labor input are saved, and the construction efficiency is improved; the damage of the wallboard is avoided, and the anti-seismic performance is good.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly provides a filler wall structure system and an assembled filler wall board.
Background
At present, a frame infilled wall structure system is a common structure system, and because the infilled wall is neglected in the design and construction process, the infilled wall is seriously damaged in the earthquake process.
At present, the filler wall mostly adopts a masonry structure, a plurality of tie bars are adopted to connect the filler wall and the main body frame, and the filler wall is generally directly acted on the main body structure as a line load. The connection mode does not consider the influence of the filler wall on the main structure and is not consistent with the real condition of the structure. And the infilled wall and the frame can not be deformed cooperatively in the earthquake, and the infilled wall is not provided with relative displacement and corners and is often seriously damaged.
Accordingly, there is a need in the art for a new infill wall structural system and fabricated infill wall panels that address the above-mentioned problems.
Disclosure of Invention
In order to solve the above problems in the prior art, that is, to solve the problems of poor seismic performance and easy damage of the existing infilled wall structure system, in one aspect, the present invention provides an assembled infilled wall panel, which includes a first infilled wall panel and a second infilled wall panel sequentially arranged in a direction perpendicular to the ground, an elastic member is arranged between the first infilled wall panel and the second infilled wall panel, wherein tenons are respectively arranged on sides of the elastic member, which are in contact with the first infilled wall panel and the second infilled wall panel, mortises matched with the tenons are respectively arranged on sides of the first infilled wall panel and the second infilled wall panel, which are in contact with the elastic member, the first infilled wall panel and the second infilled wall panel are connected through a first connecting plate, and first screws are respectively arranged on the side walls of the first infilled wall panel and the second infilled wall panel at positions close to each other, the side walls of the first filling wall plate and the second filling wall plate are provided with second screw rods at positions far away from each other for being connected with a steel frame.
In the preferred technical scheme of wallboard is filled to above-mentioned assembled, the elastic component include first backup pad, second backup pad and set up in first backup pad with spring assembly between the second backup pad, first backup pad with first wallboard mortise-tenon joint that fills, the second backup pad with wallboard mortise-tenon joint is filled to the second, spring assembly with first backup pad with second backup pad fixed connection, first backup pad with one side that the second backup pad is close to steel framework all is provided with the lug.
In the above-mentioned assembled infilled wallboard's preferred technical scheme, the spring group includes along the multiunit spring that the length direction of first infilled wallboard set up, every group spring in the multiunit spring includes along the three spring that first infilled wallboard thickness direction evenly set up.
In the above preferred technical solution of the fabricated filling wall panel, the first connecting plate is provided with a vertical long hole, and the first screw penetrates through the vertical long hole to be connected with the first connecting plate.
In another aspect, the present invention also provides a infill wall structure system comprising fabricated infill wall panels and a steel framework,
the assembled filling wallboard comprises a first filling wallboard and a second filling wallboard which are sequentially arranged along the direction vertical to the ground, an elastic piece is arranged between the first filling wallboard and the second filling wallboard, wherein the sides of the elastic pieces, which are in contact with the first filling wallboard and the second filling wallboard, are respectively provided with a tenon, the first filling wallboard and the second filling wallboard are respectively provided with a mortise matched with the tenon on one side contacted with the elastic part, the first filling wallboard is connected with the second filling wallboard through a first connecting plate, the side walls of the first filling wallboard and the second filling wallboard are provided with first screws at the positions close to each other, the first screw rod is connected with the first connecting plate, and second screw rods are arranged on the side walls of the first filling wallboard and the second filling wallboard at positions far away from each other;
the steel frame is rectangular and comprises steel frame columns and steel frame beams, the steel frame columns comprise a left steel frame column and a right steel frame column, and the steel frame beams comprise an upper steel frame beam and a lower steel frame beam;
the second screw of the first filled wallboard is connected with the upper steel frame beam through a first angle plate, the first angle plate is welded on the inner side of the upper steel frame beam, the second screw of the second filled wallboard is connected with the lower steel frame beam through a second angle plate, and the second angle plate is welded on the inner side of the upper steel frame beam.
In the preferred technical scheme of above-mentioned infilled wall structure system, left part steel frame post with right part steel frame post inboard all is provided with the recess, the elastic component is close to one side of left part steel frame post and being close to one side of right part steel frame post all be provided with recess assorted lug, the elastic component passes through the lug with the recess with steel frame sliding connection.
In a preferred technical scheme of the infilled wall structural system, a vertical long hole is formed in the first connecting plate, and the first screw penetrates through the vertical long hole to connect the first infilled wall plate and the second infilled wall plate; first gusset is including being the first riser and the first diaphragm that the right angle set up mutually, be provided with the level on the first riser to the slot hole, first packing wallboard the second screw rod runs through the level will to the slot hole first packing wallboard with upper portion steel frame roof beam riser is connected, the second gusset is including being the second riser and the second diaphragm that the right angle set up mutually, be provided with the level on the second riser to the slot hole, the wallboard is filled to the second screw rod runs through the level will to the slot hole the wallboard is filled to the second with lower part steel frame roof beam is connected.
In the preferred technical scheme of above-mentioned infilled wall structure system, the elastic component include first backup pad, second backup pad and set up in first backup pad with spring assembly between the second backup pad, first backup pad with first packing wallboard mortise and tenon joint, the second backup pad with wallboard mortise and tenon joint is filled to the second, spring assembly with first backup pad with second backup pad fixed connection, first backup pad with the second backup pad is close to one side of left part steel frame post and is close to one side of right part steel frame post all be provided with recess assorted lug.
In a preferred technical solution of the above infilled wall structural system, the spring set includes a plurality of sets of springs disposed along a length direction of the first infilled wall panel, and each set of springs of the plurality of sets of springs includes three springs uniformly disposed along a thickness direction of the first infilled wall panel.
As can be understood by those skilled in the art, in a preferred embodiment of the present invention, the assembled infill wall panel comprises a first infill wall body, a second infill wall body and an elastic member disposed between the first infill wall body and the second infill wall body, which are sequentially disposed along a direction perpendicular to the ground, wherein tenons are respectively disposed on sides of the elastic member contacting with the first infill wall panel and the second infill wall panel, mortises matching with the tenons are respectively disposed on sides of the first infill wall panel and the second infill wall panel contacting with the elastic member, the first infill wall panel and the second infill wall panel are connected by a first connection plate, first screws are disposed on side walls of the first infill wall panel and the second infill wall panel at positions close to each other, the side walls of the first filling wall plate and the second filling wall plate are provided with second screw rods at positions far away from each other for being connected with the steel frame.
The infilled wall body adopts an assembly mode, and compared with the existing masonry infilled wall, the infilled wall body saves the masonry time and labor input and improves the construction efficiency; the first filling wall body and the second filling wall body can slide relatively, so that the first filling wall body and the second filling wall body can deform in cooperation with the steel frame when the steel frame deforms under the action of an earthquake, and the wallboard is prevented from being damaged; meanwhile, the elastic piece is arranged between the first infilled wall and the second infilled wall, when the infilled wall structure system shakes in the vertical direction, the elastic piece can play a role in energy absorption and buffering, the steel frame is prevented from generating large force on the first infilled wall and the second infilled wall in the vertical direction, and the overall anti-seismic performance of the infilled wall structure system is further improved.
Drawings
Preferred embodiments of the present invention are described below in conjunction with infill wall construction systems with reference to the attached drawing figures, wherein:
FIG. 1 is a schematic view of a infill wall construction system of the present invention;
FIG. 2 is a schematic view of the fabricated filled wallboard of the present invention;
FIG. 3 is a schematic view of the first connector plate of the present invention;
FIG. 4 is a schematic structural view of the first corner panel of the present invention;
FIG. 5 is a schematic view of the second corner panel of the present invention.
List of reference numerals:
1. an assembled infill panel; 11. a first infilled wall; 12. A second infilled wall; 13. an elastic member; 131. a tenon; 132. a bump; 133. a first support plate; 134. a second support plate; 135. a spring set; 14. mortises; 15. a first screw; 16. a second screw; 2. a steel frame; 21. a left steel frame column; 22. a right steel frame column; 23. an upper steel frame beam; 24. a lower steel frame beam; 3. a first connecting plate; 31. a vertical long hole; 4. a first gusset; 41. a first vertical plate; 42. a first transverse plate; 5. a second gusset; 51. a second vertical plate; 52. and the second transverse plate.
Detailed Description
It should be understood by those skilled in the art that the embodiments of the present invention are only for explaining the technical principle of the present invention, and are not intended to limit the scope of the present invention. For example, although the components in the drawings are illustrated in a certain proportional relationship, the proportional relationship is not constant, and those skilled in the art can make modifications as required to adapt to specific applications, and the modified embodiments will still fall within the scope of the present invention.
It should be noted that in the description of the present invention, the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicating the directions or positional relationships are based on the directions or positional relationships shown in the drawings, which are only for convenience of description, and do not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Furthermore, it should be noted that, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
As shown in fig. 1 and 2, fig. 1 is a schematic view of the infill wall structure system of the present invention; fig. 2 is a schematic view of the fabricated filled wall panel of the present invention. Referring to fig. 1 and 2, the infilled wall structural system includes assembled infilled wall panel 1 and steel frame 2, and assembled infilled wall panel 1 includes first infilled wall panel and the second infilled wall panel that sets gradually along vertical direction, is provided with elastic component 13 between first infilled wall panel and the second infilled wall panel. The upper and lower sides of the elastic member 13 are provided with tenons 131, and the lower side of the first infill panel and the upper side of the second infill panel are provided with mortises 14 matched with the tenons 131 on the elastic member 13, so that the first infill panel and the second infill panel slide relative to the elastic member 13. First packing wallboard is connected through first connecting plate 3 with the second packing wallboard, and the lower part of first packing wallboard lateral wall and the upper portion of second packing wallboard lateral wall are provided with first screw rod 15, and first screw rod 15 passes first connecting plate 3 and is connected first packing wallboard and second packing wallboard to guarantee the wholeness of assembled packing wallboard 1. The upper part of the first infill panel side wall and the lower part of the second infill panel side wall are provided with a second screw 16 for connection with the steel frame 2.
With continued reference to fig. 1 and 2, the steel frame 2 is rectangular and includes steel frame columns including a left steel frame column 21 and a right steel frame column 22, and steel frame beams including an upper steel frame beam 23 and a lower steel frame beam 24. The second screw 16 of the first infilled wall panel is connected to the upper steel frame beam 23 by a first gusset 4, the first gusset 4 is welded to the inside of the upper steel frame beam 23, the second screw 16 of the second infilled wall panel is connected to the lower steel frame beam 24 by a second gusset 5, the second gusset 5 is welded to the inside of the upper steel frame beam 23.
By arranging the infilled wall body as the assembled infilled wall panel 1, compared with the existing masonry infilled wall, the infilled wall saves the building time and labor input, improves the construction efficiency, is convenient and quick to install and convenient to construct, and reduces the construction cost; by arranging the first filler wall 11 and the second filler wall 12 to slide relative to the elastic piece 13, when the steel frame 2 deforms under the action of an earthquake, the first filler wall 11 and the second filler wall 12 can deform in cooperation with the steel frame 2, so that the wallboard is prevented from being damaged; through set up elastic component 13 between first infilled wall 11 and second infilled wall 12, when the vertical direction rocking takes place for infilled wall structure system, elastic component 13 can play the effect of energy-absorbing and buffering, avoids steel frame 2 to produce the phenomenon that great power leads to the wall body to damage to first infilled wall 11 and second infilled wall 12 in vertical direction, has further improved the whole anti-seismic performance of infilled wall structure system.
With continued reference to fig. 2, in a preferred embodiment, the inner sides of the left steel frame column 21 and the right steel frame column 22 are provided with grooves, the side of the elastic member 13 close to the left steel frame column 21 and the side close to the right steel frame column 22 are provided with protrusions 132 matched with the grooves, and the elastic member 13 is slidably connected with the steel frame through the protrusions 132 and the grooves. Through the arrangement, the elastic piece 13 is fixed in the horizontal direction, and meanwhile, the movement of the elastic piece 13 in the vertical direction is not influenced, so that the practicability and feasibility of the elastic piece 13 are guaranteed while the stability of a infilled wall structure system is improved.
With continued reference to fig. 2, the elastic member 13 includes a first supporting plate 133, a second supporting plate 134 and a spring assembly 135 disposed between the first supporting plate 133 and the second supporting plate 134, wherein the first supporting plate 133 is mortise-tenon connected to the first filling wall plate, and the second supporting plate 134 is mortise-tenon connected to the second filling wall plate. The spring set 135 is fixedly connected with the first support plate 133 and the second support plate 134, and the side of the first support plate 133 and the side of the second support plate 134 close to the left steel frame column 21 and the side close to the right steel frame column 22 are provided with a convex block 132 matched with the groove. By providing the elastic member 13 to include the upper and lower support plates and the spring group 135, the elastic performance and the load-bearing performance of the elastic member 13 are improved.
In a preferred embodiment, the spring set 135 comprises a plurality of sets of springs disposed along the length of the first infill panel, each of the plurality of sets of springs comprising three springs disposed uniformly along the thickness of the first infill panel. It will be understood by those skilled in the art that each group of springs includes not only three springs, but also can be adjusted according to the actual situation and the need.
It is understood that, although the elastic member 13 described in the above embodiments includes the first support plate 133, the second support plate 134 and the spring assembly 135 disposed between the first support plate 133 and the second support plate 134, this is not the only constituent of the elastic member 13, for example, the elastic member 13 may further include an elastic material plate, and the tenons 131 are disposed on the upper and lower sides of the elastic material plate. The composition of the elastic element 13 can be set reasonably by those skilled in the art according to practical situations and needs.
As shown in fig. 3, fig. 3 is a schematic structural diagram of the first connecting plate of the present invention. The first connecting plate 3 is provided with a vertical long hole 31, and the first screw rod 15 penetrates through the vertical long hole 31 to connect the first filling wallboard with the second filling wallboard. Through setting up vertical slot 31, when the infilled wall structure system takes place the ascending rocking of vertical direction, make first infilled wall body 11 and second infilled wall body 12 can take place the displacement in vertical direction, avoid the wall body to break.
As shown in FIGS. 4 and 5, FIG. 4 is a schematic view of a first gusset of the present invention, and FIG. 5 is a schematic view of a second gusset of the present invention. First gusset 4 is including the first riser 41 and the first diaphragm 42 that are the right angle setting of each other, first diaphragm 42 welds at upper portion steel frame roof beam 23 inboard, be provided with the level on the first riser 41 to the slot hole, the second screw rod 16 of first packing wallboard runs through the level and is connected first packing wallboard and upper portion steel frame roof beam 23 to the slot hole, second gusset 5 is including the second riser 51 and the second diaphragm 52 that are the right angle setting of each other, the welding of second diaphragm 52 is inboard in lower part steel frame roof beam 24, be provided with the level on the second riser 51 to the slot hole, the second screw rod 16 of second packing wallboard runs through the level and is connected second packing wallboard and lower part steel frame roof beam 24 to the slot hole. Through setting up the level to the slot hole, guarantee to fill the wallboard and warp with steel frame cooperation under the earthquake action, avoid filling the early fracture of wallboard, the installation of being convenient for simultaneously filling the wallboard is taken one's place.
In a preferred embodiment, a fire retardant flexible filler material is disposed between the gaps between the left and right sides and the upper side of the prefabricated infill wall panel 1 and the steel frame 2. Through setting up the flexible filler material of fire resistance, effectively restrain the development of filling wallboard crack, furthest has reduced the destruction degree of filling the wallboard under the earthquake effect.
It should be noted that an embodiment of the prefabricated infill wall panel of the present invention is the same as the embodiment of the prefabricated infill wall panel in the infill wall structure system described above, and will not be described herein again.
So far, the technical solutions of the present invention have been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of the present invention is obviously not limited to these specific embodiments. Equivalent changes or substitutions of related technical features can be made by those skilled in the art without departing from the principle of the invention, and the technical scheme after the changes or substitutions can fall into the protection scope of the invention.
Claims (6)
1. An assembled filling wallboard, which is characterized by comprising a first filling wallboard and a second filling wallboard which are sequentially arranged along the direction vertical to the ground, wherein an elastic piece is arranged between the first filling wallboard and the second filling wallboard, wherein,
the sides of the elastic pieces, which are in contact with the first filling wallboard and the second filling wallboard, are respectively provided with a tenon,
the first filling wallboard and the second filling wallboard are respectively provided with a mortise matched with the tenon on one side contacted with the elastic part,
the first filling wall plate and the second filling wall plate are connected through a first connecting plate,
the side walls of the first filling wall plate and the second filling wall plate are provided with first screws at positions close to each other for being connected with the first connecting plate,
the side walls of the first filling wallboard and the second filling wallboard are respectively provided with a second screw at positions far away from each other and are used for being connected with a steel frame;
the elastic component includes first backup pad, second backup pad and set up in first backup pad with spring assembly between the second backup pad, first backup pad with first wallboard mortise-tenon joint of packing, the second backup pad with wallboard mortise-tenon joint is filled to the second, spring assembly with first backup pad with second backup pad fixed connection, first backup pad with one side that the second backup pad is close to steel frame all is provided with the lug.
2. The fabricated filler wall panel of claim 1, wherein the set of springs comprises a plurality of sets of springs disposed along a length of the first filler wall panel, each set of springs of the plurality of sets of springs comprising three springs disposed uniformly along a thickness of the first filler wall panel.
3. The fabricated filling wall panel of claim 1, wherein the first connection plate is provided with a vertical elongated hole, and the first screw penetrates through the vertical elongated hole to be connected with the first connection plate.
4. A infill wall structural system, comprising fabricated infill wall panels and steel framing,
the assembled filling wallboard comprises a first filling wallboard and a second filling wallboard which are sequentially arranged along the direction vertical to the ground, an elastic piece is arranged between the first filling wallboard and the second filling wallboard, wherein the sides of the elastic pieces, which are in contact with the first filling wallboard and the second filling wallboard, are respectively provided with a tenon, the first filling wallboard and the second filling wallboard are respectively provided with a mortise matched with the tenon on one side contacted with the elastic part, the first filling wallboard is connected with the second filling wallboard through a first connecting plate, the side walls of the first filling wallboard and the second filling wallboard are provided with first screws at the positions close to each other, the first screw rod is connected with the first connecting plate, and second screw rods are arranged on the side walls of the first filling wallboard and the second filling wallboard at positions far away from each other;
the steel frame is rectangular and comprises steel frame columns and steel frame beams, the steel frame columns comprise a left steel frame column and a right steel frame column, and the steel frame beams comprise an upper steel frame beam and a lower steel frame beam;
the second screw of the first filled wallboard is connected with the upper steel frame beam through a first angle plate, the first angle plate is welded on the inner side of the upper steel frame beam, the second screw of the second filled wallboard is connected with the lower steel frame beam through a second angle plate, and the second angle plate is welded on the inner side of the upper steel frame beam;
grooves are formed in the inner sides of the left steel frame column and the right steel frame column, protruding blocks matched with the grooves are arranged on one side, close to the left steel frame column, of the elastic piece and one side, close to the right steel frame column, of the elastic piece, and the elastic piece is connected with the steel frames in a sliding mode through the protruding blocks and the grooves;
the first connecting plate is provided with a vertical long hole, the first screw penetrates through the vertical long hole to connect the first filling wallboard with the second filling wallboard, the first corner plate comprises a first vertical plate and a first transverse plate which are arranged at right angles, the first vertical plate is provided with a horizontal long hole, the second screw of the first filling wallboard penetrates through the horizontal long hole to connect the first filling wallboard with the first vertical plate of the upper steel frame beam, the second corner plate comprises a second vertical plate and a second transverse plate which are arranged at right angles, the second vertical plate is provided with a horizontal long hole, and the second screw of the second filling wallboard penetrates through the horizontal long hole to connect the second filling wallboard with the lower steel frame beam;
elastic component include first backup pad, second backup pad and set up in first backup pad with spring assembly between the second backup pad, first backup pad with first packing wallboard mortise-tenon joint, the second backup pad with wallboard mortise-tenon joint is filled to the second, spring assembly with first backup pad with second backup pad fixed connection, first backup pad with the second backup pad is close to one side of left part steel frame post with be close to one side of right part steel frame post all be provided with recess assorted lug.
5. The infill wall structural system of claim 4, wherein said set of springs comprises a plurality of sets of springs disposed along a length of said first infill panel, each of said plurality of sets of springs comprising three springs disposed uniformly along a thickness of said first infill panel.
6. A infilled wall construction system according to claim 5, characterised in that the gap between the fabricated infill wall panels and the steel framework is provided with a fire retardant flexible filler material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635225.7A CN110306694B (en) | 2019-07-15 | 2019-07-15 | Infilled wall structure system and assembled infilled wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635225.7A CN110306694B (en) | 2019-07-15 | 2019-07-15 | Infilled wall structure system and assembled infilled wallboard |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110306694A CN110306694A (en) | 2019-10-08 |
| CN110306694B true CN110306694B (en) | 2021-04-23 |
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| CN111236472B (en) * | 2020-01-23 | 2021-03-16 | 盐城笃诚建设有限公司 | Wallboard is filled in modularization shock attenuation |
| CN111287349B (en) * | 2020-03-06 | 2021-09-17 | 四川海聚环保科技有限责任公司 | Assembled steel construction outer wall |
| CN111749371B (en) * | 2020-07-15 | 2024-04-05 | 湖南大学 | Energy dissipation and shock absorption assembled filling wallboard structure |
| CN112392181B (en) * | 2020-11-23 | 2021-07-09 | 武汉建工新兴建材绿色产业科技有限公司 | Integrated assembly type wall structure |
| CN112695935B (en) * | 2020-12-23 | 2022-04-19 | 湖北正浩建设集团有限公司 | Infilled wall structure of steel-concrete structure building and construction method thereof |
| CN113216464B (en) * | 2021-06-21 | 2024-04-05 | 华北水利水电大学 | Flexible connection structure of AAC (advanced integrated circuit) board and main body structure and construction method of flexible connection structure |
| CN113494203B (en) * | 2021-07-05 | 2022-07-08 | 昌达建筑科技有限公司 | Portable wallboard floor connection structure |
| CN113653391A (en) * | 2021-08-11 | 2021-11-16 | 中建科工集团有限公司 | Wallboard structure and wall for building |
| CN115450350B (en) * | 2022-09-15 | 2024-03-12 | 中国建筑第八工程局有限公司 | Flexibly connected inner partition wall structure and installation method thereof |
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| CN205804632U (en) * | 2016-07-15 | 2016-12-14 | 郑州工业应用技术学院 | A kind of structure that building element is connected locking |
| CN206800713U (en) * | 2017-06-01 | 2017-12-26 | 青岛理工大学 | Replaceable damping filling wall |
| CN207892046U (en) * | 2018-01-18 | 2018-09-21 | 江苏中森建筑设计有限公司 | A kind of PC shear walls connection structure |
| CN208545837U (en) * | 2018-05-15 | 2019-02-26 | 安徽扬子地板股份有限公司 | A kind of fast-assembling crown wall plate is connected device |
| CN109024993B (en) * | 2018-08-30 | 2023-09-15 | 河北建筑工程学院 | Assembled concrete frame infilled wall structure system and construction method thereof |
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